Lake Junaluska Assembly

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Complete

Water System Name:	Lake Junaluska Assembly	PWSID:	01-44-107
Mailing Address:	P.O. Box 339 Lake Junaluska, NC 28745	Ownership:	Non-Profit Association

Contact Person:	Mitchell Young	Title:	DRS
Phone:	828-452-5911	Cell/Mobile:

Distribution System

Line Type	Size Range (Inches)	Estimated % of lines
Ductile Iron	6	20.00 %
Galvanized Iron	2	40.00 %
Other	4	5.00 %
Polyvinyl Chloride	2-4	35.00 %

What are the estimated total miles of distribution system lines? 20 Miles

How many feet of distribution lines were replaced during 2002? 1,000 Feet

How many feet of new water mains were added during 2002? 0 Feet

How many meters were replaced in 2002? 30

How old are the oldest meters in this system? 20 Year(s)

How many meters for outdoor water use, such as irrigation, are not billed for sewer services? 15

What is this system's finished water storage capacity? 1.2000 Million Gallons

Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included. No

Programs

Does this system have a program to work or flush hydrants? Yes, 2-6 Months

Does this system have a valve exercise program? No, None

Does this system have a cross-connection program? Yes

Does this system have a program to replace meters? Yes

Does this system have a plumbing retrofit program? No

Does this system have an active water conservation public education program? No

Does this system have a leak detection program? No

Water Conservation

What type of rate structure is used? Increasing

How much reclaimed water does this system use? 0.0000 MGD For how many connections? 0

Does this system have an interconnection with another system capable of providing water in an emergency? No

2. Water Use Information

Service Area

Sub-Basin(s)	% of Service Population
Pigeon River (05-3)	0 %

County(s)	% of Service Population
Haywood	0 %

What was the year-round population served in 2002? 4,158

Has this system acquired another system since last report?

Water Use by Type

Type of Use	Metered Connections	Metered Average Use (MGD)
Residential	720	0.0970
Commercial	49	0.0240
Industrial	0	0.0000
Institutional	0	0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)? 0.0000 MGD

High unaccounted-for water of 30% in 2002 needs to be identified and reduced.

3. Water Supply Sources

Monthly Withdrawals & Purchases

	Average Daily Use (MGD)	Max Day Use (MGD)		Average Daily Use (MGD)	Max Day Use (MGD)		Average Daily Use (MGD)	Max Day Use (MGD)
Jan	0.1200	0.1300	May	0.1400	0.1600	Sep	0.1200	0.1400
Feb	0.1100	0.1200	Jun	0.1900	0.2200	Oct	0.1200	0.1300
Mar	0.0900	0.1000	Jul	0.2200	0.2400	Nov	0.0700	0.0800
Apr	0.0800	0.1000	Aug	0.1600	0.2000	Dec	0.0700	0.0800

Water Purchases From Other Systems

Seller	PWSID	Average Daily Purchased (MGD)	Days Used	Contract			Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Seller	PWSID	Average Daily Purchased (MGD)	Days Used	MGD	Expiration	Recurring	Required to comply with water use restrictions?	Pipe Size(s) (Inches)	Use Type
Waynesville	01-44-010	0.1740	365	0.0000				12	Regular

4. Wastewater Information

Monthly Discharges

	Average Daily Discharge (MGD)		Average Daily Discharge (MGD)		Average Daily Discharge (MGD)
Jan	0.1210	May	0.1370	Sep	0.1230
Feb	0.1110	Jun	0.1920	Oct	0.1150
Mar	0.0890	Jul	0.2150	Nov	0.0720
Apr	0.0830	Aug	0.1630	Dec	0.0720

How many sewer connections does this system have? 745

How many water service connections with septic systems does this system have? 5

Are there plans to build or expand wastewater treatment facilities in the next 10 years? No

Wastewater cost for Waynesville to handled is based on amount/month of finished water purchased from Waynesville.

Wastewater Interconnections

Water System	PWSID	Type	Average Daily Amount		Contract Maximum (MGD)
Water System	PWSID	Type	MGD	Days Used	Contract Maximum (MGD)
Waynesville	01-44-010	Discharging	0.1740	365	0.0000

Wastewater cost for Waynesville to handled is based on amount/month of finished water purchased from Waynesville.

5. Planning

Projections

	2002	2010	2020	2030
Year-Round Population	4,158	4,200	4,300	4,400
Seasonal Population	0	0	0	0

Residential	0.0970	0.1000	0.1050	0.1100
Commercial	0.0240	0.0250	0.0250	0.0260
Industrial	0.0000	0.0000	0.0000	0.0000
Institutional	0.0000	0.0000	0.0000	0.0000
System Process	0.0000	0.0000	0.0000	0.0000
Unaccounted-for	0.0530	0.0500	0.0500	0.0500

We are year round, but our heaviest months are June, July and August.

Demand v/s Percent of Supply

	2002	2010	2020	2030
Surface Water Supply	0.0000	0.0000	0.0000	0.0000
Ground Water Supply	0.0000	0.0000	0.0000	0.0000
Purchases	0.1740	0.1740	0.1740	0.1740
Future Supplies		0.0000	0.0000	0.0000
Total Available Supply (MGD)	0.1740	0.1740	0.1740	0.1740
Service Area Demand	0.1740	0.1750	0.1800	0.1860
Sales	0.0000	0.0000	0.0000	0.0000
Future Sales		0.0000	0.0000	0.0000
Total Demand (MGD)	0.1740	0.1750	0.1800	0.1860
Demand as Percent of Supply	100%	101%	103%	107%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 23 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.

Are there other demand management practices you will implement to reduce your future supply needs?

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?

How does the water system intend to implement the demand management and supply planning components above?

Our contracts with the Waynesville are open in duration and quantity. Waynesville has more than sufficient supplies throught 2030.
High unaccounted-for water of 30% in 2002 needs to be identified and reduced.

Additional Information

Has this system participated in regional water supply or water use planning? No

What major water supply reports or studies were used for planning? Our development is limited to our grounds no major development is planned.

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues: We have had a study done by Mr. Gill and Associates which states our system has adaquate storage for any panticipated growth.

NC DEQ Division of Water ResourcesLocal Water Supply Planning